WO2018212460A1 - Insert for construction slab - Google Patents

Insert for construction slab Download PDF

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Publication number
WO2018212460A1
WO2018212460A1 PCT/KR2018/004261 KR2018004261W WO2018212460A1 WO 2018212460 A1 WO2018212460 A1 WO 2018212460A1 KR 2018004261 W KR2018004261 W KR 2018004261W WO 2018212460 A1 WO2018212460 A1 WO 2018212460A1
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WO
WIPO (PCT)
Prior art keywords
insert
anchor bolt
main body
bolt member
formwork
Prior art date
Application number
PCT/KR2018/004261
Other languages
French (fr)
Korean (ko)
Inventor
황종욱
김한찬
이항준
정형민
Original Assignee
주식회사 메이크순
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 주식회사 메이크순 filed Critical 주식회사 메이크순
Priority to JP2019557599A priority Critical patent/JP6954543B2/en
Priority to US16/607,972 priority patent/US11002005B2/en
Priority to CN201880026988.5A priority patent/CN110546334B/en
Publication of WO2018212460A1 publication Critical patent/WO2018212460A1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4114Elements with sockets
    • E04B1/415Elements with sockets with captive and extendable anchoring parts, e.g. spring-loaded bolts, hanging rings

Definitions

  • the present invention relates to inserts for building slabs, and more specifically, can be commonly used in plywood formwork, aluminum (steel) formwork, deck plate (hereinafter referred to as 'formwork'), and the built-in anchor when removing formwork It is to provide an insert for an architectural slab to have the functionality to allow the bolt member to be drawn out to eliminate the hassle of assembling the anchor bolt member separately after removing the formwork.
  • the slab insert is generally applied to plywood formwork or aluminum formwork, and various prior arts have been proposed.
  • the insert for the slab As a representative example of the insert for the slab is proposed the insert for the concrete slab of the Republic of Korea Patent Publication (A) 10-2009-0113476 (2009.11.02.), The configuration of the insert for the concrete slab embedded in the concrete ; Insert body with a nut body inside; An inlet pipe extending downward from the insert body and into which an anchor bolt is inserted and coupled; An elastic piece extending downward of the urinary inlet pipe and formed to be elastically axially contractable; And an engaging portion formed at an end of the elastic piece and protruding outwardly so as to be hooked to the rear surface of the fitting hole formed in the formwork of the concrete.
  • This configuration is a simple operation of inserting the insert body into the formwork with one-touch operation.
  • the installation of the insert is very simple, and there is no component to install the insert on the formwork even if the formwork is removed. It can be recycled semi-permanently without the need.
  • the insert for concrete slab of the Republic of Korea Patent Publication (B1) 10-1493249 (2015.02.13.) the configuration of the connector and the anchor nut detachably coupled to the cylindrical body connection end Consists of a lid coupled to the insertion portion, the connecting pipe is formed so that the passage through the anchor bolt, the head portion with the anchor nut is embedded, the body formed with the passage through which the anchor bolt is inserted, the bottom inner surface of the body
  • a cylindrical guide portion having a radially formed uneven portion and a radially uneven portion detachably coupled to the uneven portion are formed, and are made of a conical tip portion with a tip pin attached to the tip, and the head portion, the guide portion and the tip portion are detached from each other.
  • a plurality of protruding at a predetermined interval around the upper outer surface of the body And the projection is configured, the conical tip end there will be a conical male screw thread is formed configuration.
  • the insert can be conveniently and easily buried by the structure to be buried in rotation and the tip of the conical shape, thereby achieving an improved effect of reducing the manpower, time and expense required for insert embedding construction.
  • the specification of the anchor bolt coupled to the insert by the structure of the insert for the prefabricated concrete slab has an effect that can easily replace the anchor nut.
  • the above configuration has the trouble of fastening the anchor bolt to the anchor nut that is built in the form of removing the formwork.
  • the present inventors put the concrete to the upper side of the formwork as described above when laying the concrete (or when constructing the slab or wall) by laying concrete (building panel or wall panel) for fixing the building finishing material
  • the present invention has been researched and developed so as to eliminate the inconvenience of having to assemble the anchor bolt member prepared separately to the insert after removing the formwork.
  • the present invention by forming the working space in the interior of the main body constituting the insert, by placing the bolt head or fastened nut member provided with the anchor bolt member in the working space to be elastically supported by the spring member, When the formwork is removed, the anchor bolt member is drawn out to the outside through the withdrawal hole formed in the base of the lower part of the main body, so that it is possible to eliminate the trouble of assembling the anchor bolt member separately after removing the formwork.
  • the present invention by forming the working space in the interior of the main body constituting the insert, by placing the bolt head or fastened nut member provided with the anchor bolt member in the working space to be elastically supported by the spring member, When the formwork is removed, the anchor bolt member is drawn out to the outside through the withdrawal hole formed in the base of the lower part of the main body, so that it is possible to eliminate the trouble of assembling the anchor bolt member separately after removing the formwork.
  • a support neck formed below the main body to have a smaller diameter than the main body and having a drawing hole formed therein so that the support jaw is formed at the lower end of the working space;
  • a support plate formed to be in contact with the formwork below the support neck;
  • a cover member coupled to an upper portion of the main body to seal the working space; It is characterized in that it comprises an anchor bolt member that is inserted into the working space is pressed toward the outlet hole by the spring member.
  • the anchor bolt member is characterized in that the bolt head integrally formed on the top of the screw rod.
  • the anchor bolt member is composed of a computer bolt, characterized in that the nut member is fastened to enable height adjustment.
  • the support wood is characterized in that it has a length corresponding to the thickness of the heat insulating material located under the slab or wall.
  • the supporting plate is characterized in that a plurality of fixing holes are formed to fix the supporting plate to the formwork with fixing means such as pieces or nails.
  • the lower side of the support plate is characterized in that the head inlet is formed to be inserted into the head of the insert fixture fixed to the formwork.
  • the engaging groove is formed in the main body so that the nut member coupled to the bolt head or the computer bolt formed at the top of the screw rod is inwardly locked so that the length of the anchor bolt member drawn out through the drawing hole can be adjusted.
  • Eighth is characterized in that to form a cutting groove on the outside of the main body to adjust the length of the main body.
  • the anchor bolt member is characterized in that it comprises a fixing nut member is fastened to the anchor bolt member in the state removing the formwork to fix the anchor bolt member.
  • the anchor bolt member is characterized in that the extension screw rod is connected to the front end of the anchor bolt member by using a connector in the form of removing the formwork.
  • the fixing plate is formed in the supporting plate, and it has the configuration that the head inlet is formed under the supporting plate, so it can be used for the formwork.
  • the length of the anchor bolt member exposed to the outside through the drawing hole can be easily adjusted.
  • the length of the main body can be easily adjusted by using cutting grooves formed in multiple stages on the outside of the main body.
  • -It can be used for slabs or walls to which insulation is applied by making the support long.
  • FIG. 1 is a perspective view showing a first preferred embodiment of the insert for building slab provided in the present invention
  • FIG. 2 is an exploded perspective view of FIG.
  • FIG. 3 is a cross-sectional view of the assembled state of FIG.
  • Figure 4 is a cross-sectional view of the present invention applied to the plywood formwork
  • Figure 5 is a cross-sectional view of the present invention applied to the aluminum formwork
  • Figure 6 is a perspective view showing a state in which the engaging groove is formed inside the main body in the present invention
  • FIG. 7 is a cross-sectional view and a plan view of FIG.
  • FIG. 8 is a perspective view showing a state in which a cutting groove is formed on the outside of the main body in the present invention
  • FIG. 9 is a cross-sectional view of FIG.
  • FIG. 10 is a perspective view showing a second preferred embodiment of the insert for building slab provided in the present invention.
  • FIG. 11 is a cross-sectional view showing a state of use of FIG.
  • FIG. 12 is a cross-sectional view showing an example in which an extension screw rod is connected to the anchor bolt member of the present invention.
  • FIG. 1 is a perspective view showing a first preferred embodiment of the insert for building slab provided in the present invention
  • Figure 2 is an exploded perspective view of Figure 1
  • Figure 3 is an assembled cross-sectional view of Figure 1
  • Figure 4 is a present invention
  • Figure 5 is a cross-sectional view of the state applied to the plywood formwork
  • Figure 5 shows a cross-sectional view of the state applied to the aluminum formwork.
  • the insert for building slab (1) provided by the present invention can be applied to the slab or wall 100 of the building in common, and if you do not separately install an anchor bolt for fixing the building finishing materials, such as ceiling panels or wall panels It is also used to make these constructions possible.
  • the building slab insert (1) provided by the present invention is built in the anchor bolt member 10 to remove the formwork 200 and at the same time to be drawn out to the outside by the elastic force of the spring member 20 anchor It has a feature that eliminates the trouble of assembling the bolt member 10 separately.
  • the present invention for this purpose consists of a configuration including a main body 2, an anchor bolt member 10, a spring member 20, and a cover member 30.
  • the main body 2 has an operating space 3 formed therein, the operating space 3 is configured to have a depth that can accommodate the anchor bolt member 10 in the axial direction, the anchor bolt when viewed in a planar cross section It is formed in a polygon corresponding to the shape of the nut member 13 coupled to the bolt head 11 or the anchor bolt member 10 of the member 10.
  • the bolt head 11 or the nut member 13 is formed in a hexagon
  • the working space 3 is also formed in a flat cross-section hexagon
  • the working space 3 is the bolt head 11 or nut member ( It is formed in a larger dimension than 13) is configured so that the nut member 13 can be naturally elevated.
  • the working space 3 has a configuration that is sealed by the cover member 30 assembled to the main body (2).
  • the main body 2 and the cover member 30 are assembled in a configuration in which the fixing portion 31 protrudes from the lower side of the cover member 30 so as to fit in the working space 3 formed in the main body 2. Is made by
  • a support neck 4 having a smaller diameter than the main body 2 is integrally formed with the main body 2, and the anchor bolt member 10 is axially inward of the support neck 4.
  • a drawing hole 5 which can be drawn out is formed, and the support jaw 6 is formed at the boundary between the working space 3 and the drawing hole 5 so that the anchor bolt member 10 can be supported in the downwardly moved state.
  • a wide plate-like support plate 7 is provided integrally with the support neck 4 under the support neck 4, and a plurality of fixing holes 7a are formed at the edge side of the support plate 7 to plywood the support plate 7. It is to be firmly fixed to the formwork 200 by fixing means 9, such as nails or pieces. (See Fig. 4)
  • the lower side of the support plate 7 is formed in the head inlet 8 so as to be located at the lower end of the outlet hole (5) to be used in the aluminum type formwork 200 (see Fig. 5).
  • the aluminum formwork (200) in the insert fixture for fixing the insert (1) for the slab in place ( 40) has a combined configuration.
  • the head 42 is formed by extending above the fastening screw portion 41 and the fastening screw portion 41 fixed to the mold 200, and the fastening screw portion 41 and the head 42 of the It consists of a structure which forms the engaging piece 43 in a boundary.
  • the head inlet 8 refers to a groove formed in the support plate 7 so that the locking piece 43 is inserted when the head 42 is inserted into the outlet hole 5.
  • the anchor bolt member 10 is built in the working space 3, and the anchor bolt is disposed by arranging the spring member 20 between the upper side of the anchor bolt member 10 and the cover member 30.
  • the member 10 is pressurized toward the outlet hole 5.
  • the anchor bolt member 10 applied to the present invention uses a bolt head 11 formed integrally on the top of the screw rod 12, or a configuration in which the nut member 13 is fastened to the computer bolt 14 is optional. Can be applied as
  • the nut member 13 which is assembled to the computer bolt 14, is moved upwards or downwards.
  • the length of the exposure can be adjusted in various ways to provide convenience.
  • the anchor bolt member 10 is fastened to the anchor bolt member 10 drawn out to the lower side of the insert 1 for slab in a state in which the formwork 200 is removed, so that the anchor bolt member 10 is firmly shaken without shaking. Allow it to be fixed.
  • Figure 6 is a perspective view showing a state in which the engaging groove is formed in the interior of the present invention
  • Figure 7 is a cross-sectional view and a plan view of FIG.
  • the nut is coupled to the bolt head 11 or the anchor bolt member 10 of the anchor bolt member 10 by forming a locking groove having a different height inside the body (2) It is to be able to adjust the withdrawal length of the screw rod 12 or the threaded bolt 14 by allowing the member 13 to be embedded.
  • the bolt head 11 or the nut member 13 in FIGS. 6 and 7 has a rectangular shape, and the bolt head 11 or the nut member (3) is formed in the operating space 3 formed inside the main body 2.
  • 13) is formed in a rectangular shape, the locking groove (2a) formed in multiple stages in a state in which the operating space (3) in a multi-stage to catch the threaded rod 12 or the threaded bolt (14) drawn out through the drawing hole (5)
  • FIG. 8 is a perspective view showing a state in which a cutting groove is formed on the outside of the main body in the present invention
  • Figure 9 is a cross-sectional view of FIG.
  • the cutting grooves 2b are formed in multiple stages on the outside of the main body 2.
  • the main body (using the cutting groove 2b provided in the multi-stage in the state where the cover member 30 assembled to the upper side of the main body 2 is first removed) What is necessary is just to reassemble the cover member 30 to the main body 2 in the state which adjusted 2) to desired length.
  • FIG. 10 is a perspective view showing a second preferred embodiment of the insert for building slab provided in the present invention
  • Figure 11 is a cross-sectional view showing a state of use of FIG.
  • the insert 1 for the building slab is formed to have a long length so as to have a length corresponding to the thickness of the heat insulating material 50 positioned below the slab or the wall 100 in the construction slab insert (1) 9, the base 4 is located inside the heat insulating material 50, and the main body 2 positioned at the top of the base 4 and the base 4 is embedded in the slab or the wall 100. While being provided, it is possible to provide a firm fixing of the insert (1) for the slab of the present invention in a state to separate the formwork 200 of the lower side of the heat insulating material (50).
  • FIG. 12 is a cross-sectional view showing an example in which an extension screw rod is connected to the anchor bolt member of the present invention.
  • Insert 1 for the building slab provided by the present invention is limited to the length of the anchor bolt member 10 to a length corresponding to the operating space (3) inside the main body (2), in some cases anchor bolt member (10) It is necessary to form long.
  • the anchor bolt member 10 as a way to solve this problem Removing the threaded bolt 14 constituting the nut from the nut member 13, and reassembling the threaded bolt 14 of the length corresponding to the construction and the connector (10) to the anchor bolt member 10 as shown 60 is screwed to the extension screw rod 70 to the connector (60) in a state in which the screw is to be able to extend the length.
  • Insert 1 for the building slab of the present invention provided as described above can be used in common to the slab or wall 100, when embedded in the working space (3) in the body (2) when removing the formwork 200
  • the anchor bolt member 10 is drawn out to the outside by the pressing force of the spring member 20, it is possible to eliminate the inconvenience of assembling the computer bolt 14 and the like separately.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The present invention provides an insert for a construction slab, wherein the insert can be commonly used in a plywood mold, an aluminum (steel) mold, and a deck plate (hereinafter, referred to as a 'mold') and provides functionality allowing an embedded anchor bolt member to be withdrawn to the outside when removing the mold, thereby being capable of eliminating the inconvenience of separately assembling the anchor bolt following mold removal. That is, the present invention includes: a main body having an operation space having a planar cross-section that is a polygonal shape in the axial direction formed therein; a support block disposed below the main body and having a smaller diameter than the main body, and having a withdrawal hole formed such that a support stepped portion is formed inward on the lower end of the operation space; a support plate formed below the support block to contact the mold; a cover member coupled to the upper portion of the main body to seal the operation space; and an anchor bolt member inserted into the operation space and pressed toward the withdrawal hole by a spring member.

Description

건축 슬래브용 인서트Inserts for building slabs
본 발명은 건축 슬래브용 인서트에 관한 것으로, 보다 구체적으로는 합판 거푸집, 알루미늄(철재) 거푸집, 덱 플레이트(이하 '거푸집'이라 한다.)에 공용으로 사용할 수 있으며, 거푸집을 제거할 때 내장된 앵커볼트부재가 외부로 인출되게 하는 기능성을 갖도록 하여 거푸집 제거 후 별도로 앵커볼트부재를 조립하는 등의 번거로움을 일소할 수 있도록 한 건축 슬래브용 인서트를 제공코자 하는 것이다.The present invention relates to inserts for building slabs, and more specifically, can be commonly used in plywood formwork, aluminum (steel) formwork, deck plate (hereinafter referred to as 'formwork'), and the built-in anchor when removing formwork It is to provide an insert for an architectural slab to have the functionality to allow the bolt member to be drawn out to eliminate the hassle of assembling the anchor bolt member separately after removing the formwork.
일반적으로, 건축물의 천장과 같은 콘크리트 슬래브나 벽체를 시공할 경우, 천장에 구조물 등을 매달아 설치하기 위하여 콘크리트 슬래브나 벽체 내에 너트형 인서트를 매입 설치한다. In general, when constructing a concrete slab or wall, such as the ceiling of the building, in order to suspend the structure, such as to install the ceiling to install a nut-type insert in the concrete slab or wall.
상기한 슬래브용 인서트는 통상 합판 거푸집이나 알루미늄 거푸집에 적용하게 되며, 다양한 선행기술들이 제안되고 있다.The slab insert is generally applied to plywood formwork or aluminum formwork, and various prior arts have been proposed.
슬래브용 인서트의 대표적인 예로는 대한민국 공개특허공보(A)10-2009-0113476호(2009.11.02.)의 콘크리트 슬래브용 인서트가 제안되고 있으며, 이의 구성은 콘크리트에 매입 설치되는 콘크리트 슬래브용 인서트에 있어서; 내부에 너트체를 내장한 인서트본체; 상기 인서트본체의 하방으로 연장되며 앵커볼트가 삽입 결합되는 요입관; 상기 요입관의 하방으로 연장되며 탄성적으로 축경 가능하게 형성된 탄성편; 및 상기 탄성편의 단부에 형성되며 상기 콘크리트의 거푸집에 형성된 끼움공 배면에 걸려지도록 외향 돌출된 걸림부;를 포함하여 구성된 것 등을 특징으로 하고 있다.As a representative example of the insert for the slab is proposed the insert for the concrete slab of the Republic of Korea Patent Publication (A) 10-2009-0113476 (2009.11.02.), The configuration of the insert for the concrete slab embedded in the concrete ; Insert body with a nut body inside; An inlet pipe extending downward from the insert body and into which an anchor bolt is inserted and coupled; An elastic piece extending downward of the urinary inlet pipe and formed to be elastically axially contractable; And an engaging portion formed at an end of the elastic piece and protruding outwardly so as to be hooked to the rear surface of the fitting hole formed in the formwork of the concrete.
이와 같은 구성은 인서트본체를 거푸집에 대해 원터치 결합하는 간단한 작업으로 인서트를 설치할 수 있어 시공이 매우 간편하며, 거푸집을 탈거하여도 거푸집상에 인서트를 설치하기 위한 구성품이 남아있지 않아 거푸집의 구조를 변경할 필요 없이 반영구적으로 재활용할 수 있다.This configuration is a simple operation of inserting the insert body into the formwork with one-touch operation.The installation of the insert is very simple, and there is no component to install the insert on the formwork even if the formwork is removed. It can be recycled semi-permanently without the need.
다른 예로는 대한민국 등록특허공보(B1)10-1493249호(2015.02.13.)의 콘크리트 슬래브용 인서트가 제안되고 있으며, 이의 구성은 원통상의 몸체 연결단부에 착탈 가능하게 결합하는 연결관과 앵커너트 삽입부에 결합되는 뚜껑으로 구성되고, 상기 연결관은 앵커볼트가 관통할 수 있도록 통로가 형성되고 앵커너트가 내장된 헤드부와, 앵커볼트가 삽입되는 통로가 형성된 몸체, 몸체의 하단 내부 면에 방사상으로 형성된 요철부가 형성된 원통상의 가이드부 및 상기 요철부와 착탈 가능하게 결합되는 방사상 요철부가 형성되고, 선단에 첨핀이 장착된 원추형 첨단부로 이루어지고, 상기 헤드부와 가이드부 및 첨단부가 서로 착탈 가능하게 결합되는 콘크리트 슬래브용 인서트에 있어서, 상기 몸체의 상단 외부면의 둘레에는 일정간격으로 돌출되게 형성된 다수개의 돌출부가 구성되고, 상기 원추형 첨단부에는 나사산이 형성된 원추형 나사부가 구성되는 것이다.As another example, the insert for concrete slab of the Republic of Korea Patent Publication (B1) 10-1493249 (2015.02.13.) Is proposed, the configuration of the connector and the anchor nut detachably coupled to the cylindrical body connection end Consists of a lid coupled to the insertion portion, the connecting pipe is formed so that the passage through the anchor bolt, the head portion with the anchor nut is embedded, the body formed with the passage through which the anchor bolt is inserted, the bottom inner surface of the body A cylindrical guide portion having a radially formed uneven portion and a radially uneven portion detachably coupled to the uneven portion are formed, and are made of a conical tip portion with a tip pin attached to the tip, and the head portion, the guide portion and the tip portion are detached from each other. In the insert for a concrete slab that is possibly coupled, a plurality of protruding at a predetermined interval around the upper outer surface of the body And the projection is configured, the conical tip end there will be a conical male screw thread is formed configuration.
상기한 선행기술에 의하면 회전식으로 매설하기 위한 구조 및 원추형의 첨단부에 의해 인서트를 편리하고 쉽게 매설할 수 있으므로 인서트매설 공사에 소요되는 인력, 시간 및 경비를 감축하는 개선된 효과를 달성하며, 또 조립식 콘크리트 슬래브용 인서트의 구조에 의해 인서트에 결합되는 앵커볼트의 규격변경의 경우에도 앵커너트를 용이하게 교체할 수 있는 효과가 있다.According to the above-mentioned prior art, the insert can be conveniently and easily buried by the structure to be buried in rotation and the tip of the conical shape, thereby achieving an improved effect of reducing the manpower, time and expense required for insert embedding construction. In the case of changing the specification of the anchor bolt coupled to the insert by the structure of the insert for the prefabricated concrete slab has an effect that can easily replace the anchor nut.
그러나 상기한 구성은 거푸집을 분리한 상태에서 내장되어 있는 앵커너트에 앵커볼트를 체결해야 하는 번거로움이 있다.However, the above configuration has the trouble of fastening the anchor bolt to the anchor nut that is built in the form of removing the formwork.
따라서 업계에서는 거푸집을 분리한 후 별도로 앵커볼트를 조립하는 등의 작업이 없이 앵커볼트 사용이 가능한 구성의 인서트가 요구되고 있었다.Therefore, in the industry, there was a demand for inserts that can be used to anchor bolts without removing the formwork and assembling anchor bolts separately.
이에 본 발명자는 상기와 같이 거푸집의 상측으로 철근을 배근한 상태에서 콘크리트를 타설하여 슬래브나 벽체를 시공할 때(또는 벽체를 시공할 때) 건축용 마감재(천장패널 또는 벽체패널)를 고정하기 위한 건축 슬래브용 인서트를 사용함에 있어, 거푸집 제거 후 별도로 준비한 앵커볼트부재를 인서트에 조립해야 하는 작업 불편을 일소할 수 있도록 본 발명을 연구 개발한 것이다.Accordingly, the present inventors put the concrete to the upper side of the formwork as described above when laying the concrete (or when constructing the slab or wall) by laying concrete (building panel or wall panel) for fixing the building finishing material In using the insert for slab, the present invention has been researched and developed so as to eliminate the inconvenience of having to assemble the anchor bolt member prepared separately to the insert after removing the formwork.
즉, 본 발명에서는 인서트를 구성하는 본체의 내부에 작동공간을 형성하고, 앵커볼트부재가 구비된 볼트머리 또는 체결된 너트부재를 작동공간에 내에 위치시켜 스프링부재에 의해 탄성 지지가 되도록 함으로 해서, 거푸집을 제거한 상태일 때 앵커볼트부재가 본체 하측의 받침목에 형성한 인출공을 통해 외부로 인출되도록 하여 거푸집 제거 후 별도로 앵커볼트부재를 조립하는 등의 번거로움을 일소할 수 있도록 한 건축 슬래브용 인서트를 제공함에 발명의 기술적 과제를 두고 본 발명을 완성한 것이다.That is, in the present invention, by forming the working space in the interior of the main body constituting the insert, by placing the bolt head or fastened nut member provided with the anchor bolt member in the working space to be elastically supported by the spring member, When the formwork is removed, the anchor bolt member is drawn out to the outside through the withdrawal hole formed in the base of the lower part of the main body, so that it is possible to eliminate the trouble of assembling the anchor bolt member separately after removing the formwork. In order to provide a technical problem of the present invention to complete the present invention.
과제 해결 수단으로 본 발명에서는 첫째 축방향으로 평단면이 다각형인 작동공간을 내부에 형성된 본체와; 상기 본체의 하측으로 본체보다 작은 직경을 갖도록 형성되며, 내측으로 작동공간 하단에 받침턱이 형성되도록 인출공을 형성한 받침목과; 상기 받침목의 하측으로 거푸집과 접하도록 형성한 지지판과; 상기 작동공간을 밀폐하도록 본체의 상부에 결합하는 커버부재와; 상기 작동공간에 내입되어 스프링부재에 의해 인출공 쪽으로 가압되는 앵커볼트부재를 포함하는 것을 특징으로 한다.In the present invention as a means for solving the problem; A support neck formed below the main body to have a smaller diameter than the main body and having a drawing hole formed therein so that the support jaw is formed at the lower end of the working space; A support plate formed to be in contact with the formwork below the support neck; A cover member coupled to an upper portion of the main body to seal the working space; It is characterized in that it comprises an anchor bolt member that is inserted into the working space is pressed toward the outlet hole by the spring member.
둘째 상기 앵커볼트부재는 나사봉의 상단에 볼트머리를 일체 형성한 것을 특징으로 한다.Second, the anchor bolt member is characterized in that the bolt head integrally formed on the top of the screw rod.
셋째 상기 앵커볼트부재는 전산볼트로 구성되며 너트부재가 체결되어 높이 조절이 가능하도록 한 것을 특징으로 한다.Third, the anchor bolt member is composed of a computer bolt, characterized in that the nut member is fastened to enable height adjustment.
넷째 상기 받침목은 슬래브나 벽체 하측으로 위치하는 단열재의 두께에 부합하는 길이를 갖도록 한 것을 특징으로 한다.Fourth, the support wood is characterized in that it has a length corresponding to the thickness of the heat insulating material located under the slab or wall.
다섯째 상기 지지판에는 복수의 고정구멍을 형성하여 피스 또는 못과 같은 고정수단으로 지지판을 거푸집에 고정할 수 있도록 한 것을 특징으로 한다.Fifth, the supporting plate is characterized in that a plurality of fixing holes are formed to fix the supporting plate to the formwork with fixing means such as pieces or nails.
여섯째 상기 지지판의 하측으로는 거푸집에 고정된 인서트고정구의 헤드가 내입되는 헤드내입구를 형성한 것을 특징으로 한다.Sixth, the lower side of the support plate is characterized in that the head inlet is formed to be inserted into the head of the insert fixture fixed to the formwork.
일곱째 상기 본체의 내부에 걸림홈을 형성하여 나사봉의 상단에 형성된 볼트머리 또는 전산볼트에 결합되는 너트부재가 내입 걸림되도록 하여 인출공으로 인출되는 앵커볼트부재의 길이를 조절할 수 있도록 한 것을 특징으로 한다.Seventh, the engaging groove is formed in the main body so that the nut member coupled to the bolt head or the computer bolt formed at the top of the screw rod is inwardly locked so that the length of the anchor bolt member drawn out through the drawing hole can be adjusted.
여덟째 상기 본체의 외부에 절단홈을 형성하여 본체의 길이를 조절할 수 있도록 한 것을 특징으로 한다.Eighth is characterized in that to form a cutting groove on the outside of the main body to adjust the length of the main body.
아홉째 상기 앵커볼트부재에는 거푸집을 제거한 상태에서 앵커볼트부재에 체결되어 앵커볼트부재를 고정하는 고정너트부재를 포함하는 것을 특징으로 한다. Ninth the anchor bolt member is characterized in that it comprises a fixing nut member is fastened to the anchor bolt member in the state removing the formwork to fix the anchor bolt member.
열째 상기 앵커볼트부재에는 거푸집을 제거한 상태에서 앵커볼트부재의 선단에 연결구를 이용하여 연장나사봉을 연결 구성토록 한 것을 특징으로 한다. Tenth, the anchor bolt member is characterized in that the extension screw rod is connected to the front end of the anchor bolt member by using a connector in the form of removing the formwork.
본 발명에서 제공하는 건축 슬래브용 인서트를 사용하는 경우 하기와 같은 효과가 있다.When using the insert for building slab provided by the present invention has the following effects.
-지지판에 고정구멍이 형성되며, 또한 지지판 하측으로 헤드내입구가 형성된 구성을 가지므로 거푸집에 사용할 수 있다.-The fixing plate is formed in the supporting plate, and it has the configuration that the head inlet is formed under the supporting plate, so it can be used for the formwork.
-앵커볼트부재가 내장 설치된 상태에서 거푸집을 제거할 때 받침목에 형성되어 있는 인출공을 통해 인출되므로 별도로 앵커볼트부재를 조립하는 등의 번거로움을 일소할 수 있다.-When removing the formwork in the state in which the anchor bolt member is installed, it is drawn out through the withdrawal hole formed in the support neck, so that the trouble of assembling the anchor bolt member separately can be eliminated.
-받침목 하측으로 인출된 앵커볼트부재에 고정너트부재를 체결하는 방법으로 앵커볼트부재의 길이를 쉽게 조절할 수 있으면서도 앵커볼트부재의 견고한 고정상태를 제공할 수 있다.-By fastening the fixing nut member to the anchor bolt member drawn to the lower side of the support neck, it is possible to easily adjust the length of the anchor bolt member while providing a firm fixing state of the anchor bolt member.
-본체의 내부에 걸림홈을 형성하여 인출공을 통해 외부로 노출되는 앵커볼트부재의 길이를 쉽게 조절할 수 있다.-By forming a locking groove in the body, the length of the anchor bolt member exposed to the outside through the drawing hole can be easily adjusted.
-본체의 외부에 다단으로 형성된 절단홈을 이용하여 본체의 길이를 쉽게 조절할 수 있다.-The length of the main body can be easily adjusted by using cutting grooves formed in multiple stages on the outside of the main body.
-받침목을 길게 구성함으로 해서 단열재가 적용되는 슬래브나 벽체에도 사용 가능하다.-It can be used for slabs or walls to which insulation is applied by making the support long.
도 1은 본 발명에서 제공하는 건축 슬래브용 인서트의 바람직한 제1실시례를 보인 사시도1 is a perspective view showing a first preferred embodiment of the insert for building slab provided in the present invention
도 2는 도 1의 분해 사시도2 is an exploded perspective view of FIG.
도 3은 도 1의 조립상태 단면도3 is a cross-sectional view of the assembled state of FIG.
도 4는 본 발명을 합판 거푸집에 적용한 상태 단면도Figure 4 is a cross-sectional view of the present invention applied to the plywood formwork
도 5는 본 발명을 알루미늄 거푸집에 적용한 상태 단면도Figure 5 is a cross-sectional view of the present invention applied to the aluminum formwork
도 6은 본 발명에서 본체의 내부에 걸림홈을 형성한 상태를 보인 사시도Figure 6 is a perspective view showing a state in which the engaging groove is formed inside the main body in the present invention
도 7은 도 6의 단면도 및 평면도 7 is a cross-sectional view and a plan view of FIG.
도 8은 본 발명에서 본체의 외부에 절단홈을 형성한 상태를 보인 사시도 8 is a perspective view showing a state in which a cutting groove is formed on the outside of the main body in the present invention
도 9는 도 8의 단면도9 is a cross-sectional view of FIG.
도 10은 본 발명에서 제공하는 건축 슬래브용 인서트의 바람직한 제2실시례를 보인 사시도10 is a perspective view showing a second preferred embodiment of the insert for building slab provided in the present invention
도 11은 도 10의 사용상태를 보인 단면도11 is a cross-sectional view showing a state of use of FIG.
도 12는 본 발명의 앵커볼트부재에 연장나사봉을 연결 구성한 예를 보인 단면도12 is a cross-sectional view showing an example in which an extension screw rod is connected to the anchor bolt member of the present invention.
이하 본 발명에서 제공하는 건축 슬래브용 인서트의 바람직한 일 실시례를 첨부 도면에 의거하여 설명한다.DESCRIPTION OF THE PREFERRED EMBODIMENTS A preferred embodiment of the insert for building slabs provided by the present invention will be described below with reference to the accompanying drawings.
도 1은 본 발명에서 제공하는 건축 슬래브용 인서트의 바람직한 제1실시례를 보인 사시도를 도시한 것이고, 도 2는 도 1의 분해 사시도, 도 3은 도 1의 조립상태 단면도, 도 4는 본 발명을 합판 거푸집에 적용한 상태 단면도, 도 5는 본 발명을 알루미늄 거푸집에 적용한 상태 단면도를 각각 도시한 것이다.1 is a perspective view showing a first preferred embodiment of the insert for building slab provided in the present invention, Figure 2 is an exploded perspective view of Figure 1, Figure 3 is an assembled cross-sectional view of Figure 1, Figure 4 is a present invention Figure 5 is a cross-sectional view of the state applied to the plywood formwork, Figure 5 shows a cross-sectional view of the state applied to the aluminum formwork.
본 발명에서 제공하는 건축 슬래브용 인서트(1)는 건축물의 슬래브나 벽체(100)에 공용으로 적용할 수 있는 것으로, 천장패널 또는 벽체패널과 같은 건축용 마감재를 고정하기 위한 앵커볼트를 별도로 시공하지 않으면서도 이들 시공이 이루어질 수 있도록 하는 용도로 사용하는 것이다.The insert for building slab (1) provided by the present invention can be applied to the slab or wall 100 of the building in common, and if you do not separately install an anchor bolt for fixing the building finishing materials, such as ceiling panels or wall panels It is also used to make these constructions possible.
특히 본 발명에서 제공하는 건축 슬래브용 인서트(1)는 앵커볼트부재(10)를 내장해 두었다가 거푸집(200)을 제거함과 동시에 스프링부재(20)의 탄성력에 의해 외부로 인출될 수 있도록 함으로 해서 앵커볼트부재(10)를 별도로 조립하는 등의 번거로움을 일소토록 하는 특징을 갖는다.In particular, the building slab insert (1) provided by the present invention is built in the anchor bolt member 10 to remove the formwork 200 and at the same time to be drawn out to the outside by the elastic force of the spring member 20 anchor It has a feature that eliminates the trouble of assembling the bolt member 10 separately.
이를 위한 본 발명은 본체(2)와, 앵커볼트부재(10)와, 스프링부재(20)와, 커버부재(30)를 포함하는 구성으로 이루어진다.The present invention for this purpose consists of a configuration including a main body 2, an anchor bolt member 10, a spring member 20, and a cover member 30.
상기 본체(2)는 내측에 작동공간(3)이 형성되며, 작동공간(3)은 축방향으로 앵커볼트부재(10)를 수용할 수 있는 깊이를 갖도록 구성되며, 평단면으로 볼 때 앵커볼트부재(10)의 볼트머리(11) 또는 앵커볼트부재(10)에 결합되는 너트부재(13)의 형상에 부합하는 다각형으로 형성한다. 도시된 바에 의하면 볼트머리(11) 또는 너트부재(13)가 육각형으로 형성되고, 작동공간(3)도 평단면이 육각형으로 형성되며, 작동공간(3)은 볼트머리(11) 또는 너트부재(13)보다 큰 치수로 형성되어 너트부재(13)가 자연스럽게 승강될 수 있도록 구성한다.The main body 2 has an operating space 3 formed therein, the operating space 3 is configured to have a depth that can accommodate the anchor bolt member 10 in the axial direction, the anchor bolt when viewed in a planar cross section It is formed in a polygon corresponding to the shape of the nut member 13 coupled to the bolt head 11 or the anchor bolt member 10 of the member 10. As shown, the bolt head 11 or the nut member 13 is formed in a hexagon, the working space 3 is also formed in a flat cross-section hexagon, the working space 3 is the bolt head 11 or nut member ( It is formed in a larger dimension than 13) is configured so that the nut member 13 can be naturally elevated.
상기 작동공간(3)은 본체(2)에 조립되는 커버부재(30)에 의해 밀폐되는 구성을 갖는다. 본체(2)와 커버부재(30)는 조립방법으로는, 본체(2)에 형성된 작동공간(3)에 억지끼움되도록 커버부재(30)의 하측으로 고정부(31)를 돌출 형성한 구성에 의해 이루어진다.The working space 3 has a configuration that is sealed by the cover member 30 assembled to the main body (2). The main body 2 and the cover member 30 are assembled in a configuration in which the fixing portion 31 protrudes from the lower side of the cover member 30 so as to fit in the working space 3 formed in the main body 2. Is made by
상기 본체(2)의 하측으로는, 본체(2)보다 직경이 작은 받침목(4)이 본체(2)와 일체로 형성되며, 받침목(4)의 내측으로는 앵커볼트부재(10)가 축방향으로 인출될 수 있는 인출공(5)이 형성되며, 작동공간(3)과 인출공(5)의 경계에는 받침턱(6)이 형성되어 앵커볼트부재(10)가 하향 이동한 상태에서 받쳐질 수 있도록 한다.On the lower side of the main body 2, a support neck 4 having a smaller diameter than the main body 2 is integrally formed with the main body 2, and the anchor bolt member 10 is axially inward of the support neck 4. A drawing hole 5 which can be drawn out is formed, and the support jaw 6 is formed at the boundary between the working space 3 and the drawing hole 5 so that the anchor bolt member 10 can be supported in the downwardly moved state. To help.
상기 받침목(4)의 하측으로는 넓은 판상의 지지판(7)이 받침목(4)과 일체형으로 구비되며, 지지판(7)에는 복수의 고정구멍(7a)이 가장자리 측으로 형성되어 지지판(7)을 합판 거푸집(200)에 못이나 피스 등의 고정수단(9)으로 견고하게 고정할 수 있도록 한다.(도 4참조)A wide plate-like support plate 7 is provided integrally with the support neck 4 under the support neck 4, and a plurality of fixing holes 7a are formed at the edge side of the support plate 7 to plywood the support plate 7. It is to be firmly fixed to the formwork 200 by fixing means 9, such as nails or pieces. (See Fig. 4)
또한 지지판(7)의 하측으로는 상기 인출공(5)의 하단에 위치하도록 헤드내입구(8)를 형성하여 알루미늄 타입의 거푸집(200)에 사용할 수 있도록 한다.(도 5참조)In addition, the lower side of the support plate 7 is formed in the head inlet 8 so as to be located at the lower end of the outlet hole (5) to be used in the aluminum type formwork 200 (see Fig. 5).
알루미늄 거푸집(200)의 경우 아파트나 오피스텔 등과 같이 내부공간이 동일한 구성의 건축물을 축조할 때 주로 사용하게 되는데, 알루미늄 거푸집(200)에는 슬래브용 인서트(1)를 정위치에 고정하기 위한 인서트고정구(40)가 결합된 구성을 갖는다.In the case of aluminum formwork (200) is mainly used when constructing a building of the same configuration, such as apartments or officetels, the aluminum formwork (200) in the insert fixture for fixing the insert (1) for the slab in place ( 40) has a combined configuration.
상기 인서트고정구(40)의 경우 거푸집(200)에 고정되는 체결나사부(41)와 체결나사부(41)의 상측으로 연장하여 헤드(42)를 형성하고, 체결나사부(41)와 헤드(42)의 경계에는 걸림편(43)을 형성하는 구성으로 이루어진다.In the insert fixture 40, the head 42 is formed by extending above the fastening screw portion 41 and the fastening screw portion 41 fixed to the mold 200, and the fastening screw portion 41 and the head 42 of the It consists of a structure which forms the engaging piece 43 in a boundary.
본 발명에서의 헤드내입구(8)는 인출공(5)으로 헤드(42)가 내입된 상태일 때 걸림편(43)이 내입되도록 지지판(7)에 형성한 홈을 지칭하는 것이다.In the present invention, the head inlet 8 refers to a groove formed in the support plate 7 so that the locking piece 43 is inserted when the head 42 is inserted into the outlet hole 5.
한편 작동공간(3) 내에는 상기에서 언급한 바와 같이 앵커볼트부재(10)가 내장되며, 앵커볼트부재(10)의 상측과 커버부재(30) 사이에는 스프링부재(20)를 배치하여 앵커볼트부재(10)를 인출공(5) 쪽으로 가압되도록 한다. 이때 본 발명에 적용되는 앵커볼트부재(10)는 나사봉(12) 상단에 볼트머리(11)가 일체로 형성된 것을 사용하거나, 전산볼트(14)에 너트부재(13)를 체결한 구성이 선택적으로 적용될 수 있다.Meanwhile, as mentioned above, the anchor bolt member 10 is built in the working space 3, and the anchor bolt is disposed by arranging the spring member 20 between the upper side of the anchor bolt member 10 and the cover member 30. The member 10 is pressurized toward the outlet hole 5. In this case, the anchor bolt member 10 applied to the present invention uses a bolt head 11 formed integrally on the top of the screw rod 12, or a configuration in which the nut member 13 is fastened to the computer bolt 14 is optional. Can be applied as
전자의 경우 앵커볼트부재(10)의 길이조절이 어려우나, 후자의 경우 전산볼트(14)에 조립되어 있는 너트부재(13)를 상향 또는 하향 이동시키는 방법으로 거푸집(200)을 제거한 상태에서 외부로 노출되는 길이를 다양하게 조절하여 사용할 수 있는 편리성을 제공할 수 있다.In the former case, it is difficult to adjust the length of the anchor bolt member 10. In the latter case, the nut member 13, which is assembled to the computer bolt 14, is moved upwards or downwards. The length of the exposure can be adjusted in various ways to provide convenience.
한편 본 발명은 거푸집(200)을 제거한 상태에서 슬래브용 인서트(1) 하측으로 인출되는 앵커볼트부재(10)에는 고정너트부재(15)를 체결토록 하여 앵커볼트부재(10)를 흔들림 없이 견고하게 고정할 수 있도록 한다.Meanwhile, in the present invention, the anchor bolt member 10 is fastened to the anchor bolt member 10 drawn out to the lower side of the insert 1 for slab in a state in which the formwork 200 is removed, so that the anchor bolt member 10 is firmly shaken without shaking. Allow it to be fixed.
도 6은 본 발명에서 본체의 내부에 걸림홈을 형성한 상태를 보인 사시도를 도시한 것이고, 도 7은 도 6의 단면도 및 평면도를 도시한 것이다. Figure 6 is a perspective view showing a state in which the engaging groove is formed in the interior of the present invention, Figure 7 is a cross-sectional view and a plan view of FIG.
이는 상기와 같이 본 발명을 구성함에 있어서, 본체(2)의 내부에 높이가 서로 다른 걸림홈을 형성하여 앵커볼트부재(10)의 볼트머리(11) 또는 앵커볼트부재(10)에 결합되는 너트부재(13)가 내입될 수 있도록 하여 나사봉(12) 또는 전산볼트(14)의 인출 길이를 조절할 수 있도록 한 것이다.In the configuration of the present invention as described above, the nut is coupled to the bolt head 11 or the anchor bolt member 10 of the anchor bolt member 10 by forming a locking groove having a different height inside the body (2) It is to be able to adjust the withdrawal length of the screw rod 12 or the threaded bolt 14 by allowing the member 13 to be embedded.
즉, 도 6, 도 7에서의 볼트머리(11) 또는 너트부재(13)은 직사각형상을 가지며, 본체(2)의 내측에 형성되는 작동공간(3)을 볼트머리(11) 또는 너트부재(13)와 같이 직사각형으로 형성하고, 작동공간(3)과 틀어진 상태로 걸림홈(2a)을 다단으로 형성하여 인출공(5)을 통해 인출된 나사봉(12) 또는 전산볼트(14)를 걸림홈(2a)이 있는 높이에서 회동시킬 때 볼트머리(11) 또는 너트부재(13)가 걸림홈(2a)에 내입되어 걸림되도록 함으로 해서 인출공(5)을 통해 인출된 나사봉(12) 또는 전산볼트(14)의 인출 길이를 조절할 수 있게 되는 것이다.That is, the bolt head 11 or the nut member 13 in FIGS. 6 and 7 has a rectangular shape, and the bolt head 11 or the nut member (3) is formed in the operating space 3 formed inside the main body 2. 13) is formed in a rectangular shape, the locking groove (2a) formed in multiple stages in a state in which the operating space (3) in a multi-stage to catch the threaded rod 12 or the threaded bolt (14) drawn out through the drawing hole (5) When the bolt head 11 or the nut member 13 is inserted into the locking groove (2a) to be locked when rotating at the height with the groove (2a), the screw rod (12) drawn out through the drawing hole (5) or It is to be able to adjust the withdrawal length of the computer bolt (14).
도 8은 본 발명에서 본체의 외부에 절단홈을 형성한 상태를 보인 사시도를 도시한 것이고, 도 9는 도 8의 단면도이다.8 is a perspective view showing a state in which a cutting groove is formed on the outside of the main body in the present invention, Figure 9 is a cross-sectional view of FIG.
이는 상기와 같이 구성함에 있어서, 본체(2)의 외부에 다단으로 절단홈(2b)을 형성한 구성이다.In the above configuration, the cutting grooves 2b are formed in multiple stages on the outside of the main body 2.
상기와 같이 본체(2)에 절단홈(2b)을 형성하는 경우 슬래브나 벽체(100)의 두께에 부합할 수 있도록 본체(2)의 길이를 조절할 수 있는 기능성을 제공하게 되는 것이다.When the cutting groove (2b) is formed in the main body 2 as described above is to provide the functionality to adjust the length of the main body 2 to match the thickness of the slab or wall (100).
즉, 본체(2)의 길이를 조절코자 할 시에는 먼저 본체(2) 상측으로 조립되어 있는 커버부재(30)를 분리한 상태에서, 다단으로 구비되어 있는 절단홈(2b)을 이용하여 본체(2)를 소망하는 길이로 조절한 상태에서 본체(2)에 커버부재(30)를 재조립하면 되는 것이다.That is, in order to adjust the length of the main body 2, the main body (using the cutting groove 2b provided in the multi-stage in the state where the cover member 30 assembled to the upper side of the main body 2 is first removed) What is necessary is just to reassemble the cover member 30 to the main body 2 in the state which adjusted 2) to desired length.
상기와 같이 본체(2)의 길이를 조절하는 경우 건축물의 설계에서 슬래브나 벽체(100)의 두께가 달라지더라도 현장에서 본체(2)의 길이를 간편하게 조절하여 사용할 수 있는 편리성을 제공하는 효과를 제공하게 되는 것이다.In the case of adjusting the length of the main body 2 as described above, even if the thickness of the slab or wall 100 in the design of the building changes the length of the main body 2 in the field to provide convenience that can be used conveniently Will be provided.
도 10은 본 발명에서 제공하는 건축 슬래브용 인서트의 바람직한 제2실시례를 보인 사시도를 도시한 것이고, 도 11은 도 10의 사용상태를 보인 단면도를 도시한 것이다.10 is a perspective view showing a second preferred embodiment of the insert for building slab provided in the present invention, Figure 11 is a cross-sectional view showing a state of use of FIG.
이는 상기 제1실시례와 같이 건축 슬래브용 인서트(1)를 구성함에 있어서, 받침목(4)을 슬래브나 벽체(100) 하측으로 위치하는 단열재(50)의 두께에 부합하는 길이를 갖도록 길게 형성한 것으로, 도 9와 같이 받침목(4)이 단열재(50) 내측에 위치되고, 받침목(4)과 받침목(4)의 상단에 위치하는 본체(2)가 슬래브나 벽체(100)에 매립되는 구성을 제공하게 되면서, 단열재(50) 하측의 거푸집(200)을 분리할 상태에 본 발명의 슬래브용 인서트(1)의 견고한 고정을 제공할 수 있게 되는 것이다.In forming the insert 1 for the building slab as in the first embodiment, it is formed to have a long length so as to have a length corresponding to the thickness of the heat insulating material 50 positioned below the slab or the wall 100 in the construction slab insert (1) 9, the base 4 is located inside the heat insulating material 50, and the main body 2 positioned at the top of the base 4 and the base 4 is embedded in the slab or the wall 100. While being provided, it is possible to provide a firm fixing of the insert (1) for the slab of the present invention in a state to separate the formwork 200 of the lower side of the heat insulating material (50).
도 12는 본 발명의 앵커볼트부재에 연장나사봉을 연결 구성한 예를 보인 단면도를 도시한 것이다.12 is a cross-sectional view showing an example in which an extension screw rod is connected to the anchor bolt member of the present invention.
본 발명에서 제공하는 건축 슬래브용 인서트(1)는 본체(2) 내측의 작동공간(3)에 부합하는 길이로 앵커볼트부재(10)의 길이가 한정되는데, 경우에 따라서는 앵커볼트부재(10)를 길게 형성할 필요가 있다. Insert 1 for the building slab provided by the present invention is limited to the length of the anchor bolt member 10 to a length corresponding to the operating space (3) inside the main body (2), in some cases anchor bolt member (10) It is necessary to form long.
예를 들면 천장패널과 슬래브나 벽체(100) 사이 공간이 높게 제공되는 경우에는 본 발명에서 제공하는 앵커볼트부재(10)로 시공할 수 없게 되는데, 이를 해결하는 방법으로는 앵커볼트부재(10)를 구성하고 있는 전산볼트(14)를 너트부재(13)에서 분리하고, 시공에 부합하는 길이의 전산볼트(14)를 재조립하는 방법과, 도시된 바와 같이 앵커볼트부재(10)에 연결구(60)를 나사 결합한 상태에서 연결구(60)에 연장나사봉(70)을 체결하여 길이를 연장할 수 있도록 하면 되는 것이다.For example, if the space between the ceiling panel and the slab or the wall 100 is provided with a high height can not be installed by the anchor bolt member 10 provided in the present invention, the anchor bolt member 10 as a way to solve this problem Removing the threaded bolt 14 constituting the nut from the nut member 13, and reassembling the threaded bolt 14 of the length corresponding to the construction and the connector (10) to the anchor bolt member 10 as shown 60 is screwed to the extension screw rod 70 to the connector (60) in a state in which the screw is to be able to extend the length.
이상과 같이 제공되는 본 발명의 건축 슬래브용 인서트(1)는 슬래브나 벽체(100)에 공용으로 사용할 수 있는 것으로, 거푸집(200)을 분리할 때 본체(2) 내의 작동공간(3)에 내장되어 있는 앵커볼트부재(10)가 스프링부재(20)의 가압력에 의해 외부로 인출되는 것으로, 전산볼트(14) 등을 별도로 조립하는 불편을 일소할 수 있게 되는 것이다. Insert 1 for the building slab of the present invention provided as described above can be used in common to the slab or wall 100, when embedded in the working space (3) in the body (2) when removing the formwork 200 The anchor bolt member 10 is drawn out to the outside by the pressing force of the spring member 20, it is possible to eliminate the inconvenience of assembling the computer bolt 14 and the like separately.
본 발명의 상세한 설명에서는 구체적인 실시례에 관해 설명하고 있으나, 본 발명의 범주에서 벗어나지 않는 한도 내에서 다양한 변형이 가능함은 물론이다. 그러므로 본 발명의 보호 범위는 설명된 실시례에 국한되어 정해져서는 안 되며, 후술하는 청구범위 뿐만 아니라 균등한 것들에 의해 정해져야 한다.In the detailed description of the present invention, specific embodiments have been described, but various modifications may be made without departing from the scope of the present invention. Therefore, the protection scope of the present invention should not be limited to the described embodiments, but should be defined by equivalents as well as the following claims.

Claims (10)

  1. 축방향으로 평단면이 다각형인 작동공간(3)을 내부에 형성된 본체(2)와; A main body 2 formed therein with an operating space 3 having a polygonal flat cross section in the axial direction;
    상기 본체(2)의 하측으로 본체(2)보다 작은 직경을 갖도록 형성되며, 내측으로 작동공간(3) 하단에 받침턱(6)이 형성되도록 인출공(5)을 형성한 받침목(4)과; Supporting neck (4) is formed to have a smaller diameter than the main body (2) to the lower side of the main body 2, and formed with a drawing hole (5) so that the supporting jaw (6) is formed in the lower working space (3) inwardly; ;
    상기 받침목(4)의 하측으로 거푸집(200)과 접하도록 형성한 지지판(7)과; A support plate (7) formed to be in contact with the formwork (200) below the support neck (4);
    상기 작동공간(3)을 밀폐하도록 본체(2)의 상부에 결합하는 커버부재(30)와; A cover member 30 coupled to the upper portion of the main body 2 to seal the working space 3;
    상기 작동공간(3)에 내입되어 스프링부재(20)에 의해 인출공(5) 쪽으로 가압되는 앵커볼트부재(10)를 포함하는 것을 특징으로 하는 건축 슬래브용 인서트.An insert for building slab, characterized in that it comprises an anchor bolt member (10) is inserted into the working space (3) is pressed toward the outlet hole (5) by the spring member (20).
  2. 청구항 1에 있어서;The method according to claim 1;
    상기 앵커볼트부재(10)는 나사봉(12) 상단에 볼트머리(11)를 일체 형성한 것을 특징으로 하는 건축 슬래브용 인서트.The anchor bolt member 10 is an insert for building slabs, characterized in that the bolt head (11) integrally formed on the top of the screw rod (12).
  3. 청구항 1에 있어서;The method according to claim 1;
    상기 앵커볼트부재(10)는 전산볼트(14)로 구성되며 너트부재(13)가 체결되어 높이 조절이 가능하도록 한 것을 특징으로 하는 건축 슬래브용 인서트.The anchor bolt member 10 is composed of a computer bolt (14) and the insert for the building slab, characterized in that the nut member 13 is fastened to enable height adjustment.
  4. 청구항 1 내지 청구항 3 중 어느 한 항에 있어서;The method according to any one of claims 1 to 3;
    상기 받침목(4)은 슬래브나 벽체(100) 하측으로 위치하는 단열재(50)의 두께에 부합하는 길이를 갖도록 한 것을 특징으로 하는 건축 슬래브용 인서트.The support wood (4) is the insert for the building slab, characterized in that to have a length corresponding to the thickness of the heat insulating material (50) located below the slab or wall (100).
  5. 청구항 1 내지 청구항 3 중 어느 한 항에 있어서;The method according to any one of claims 1 to 3;
    상기 지지판(7)에는 복수의 고정구멍(7a)을 형성하여 피스 또는 못과 같은 고정수단(9)으로 지지판(7)을 거푸집(200)에 고정할 수 있도록 한 것을 특징으로 하는 건축 슬래브용 인서트.A plurality of fixing holes 7a are formed in the supporting plate 7 so that the supporting plate 7 can be fixed to the formwork 200 by fixing means 9 such as pieces or nails. .
  6. 청구항 1 내지 청구항 3 중 어느 한 항에 있어서;The method according to any one of claims 1 to 3;
    상기 지지판(7)의 하측으로는 거푸집(200)에 고정된 인서트고정구(40)의 헤드(42)가 내입되는 헤드내입구(8)를 형성한 것을 특징으로 하는 건축 슬래브용 인서트.An insert for building slab, characterized in that the lower side of the support plate (7) formed a head inlet (8) into which the head (42) of the insert fixture (40) fixed to the formwork (200) is formed.
  7. 청구항 2 또는 청구항 3에 있어서;The method of claim 2 or 3;
    상기 본체(2)의 내부에 걸림홈(2a)을 형성하여 나사봉(12)의 상단에 형성된 볼트머리(11) 또는 전산볼트(14)에 결합되는 너트부재(13)가 내입 걸림되도록 하여 인출공(5)으로 인출되는 앵커볼트부재(10)의 길이를 조절할 수 있도록 한 것을 특징으로 하는 건축 슬래브용 인서트.A locking groove 2a is formed in the main body 2 to draw out the nut member 13 coupled to the bolt head 11 or the computer bolt 14 formed at the upper end of the screw rod 12. Insert for building slab, characterized in that to adjust the length of the anchor bolt member 10 drawn out to the ball (5).
  8. 청구항 1 내지 청구항 3 중 어느 한 항에 있어서;The method according to any one of claims 1 to 3;
    상기 본체(2)의 외부에 절단홈(2b)을 형성하여 본체(2)의 길이를 조절할 수 있도록 한 것을 특징으로 건축 슬래브용 인서트.Insert for building slabs, characterized in that the cutting groove (2b) formed on the outside of the main body (2) to adjust the length of the main body (2).
  9. 청구항 1 내지 청구항 3 중 어느 한 항에 있어서;The method according to any one of claims 1 to 3;
    상기 앵커볼트부재(10)에는 거푸집(200)을 제거한 상태에서 앵커볼트부재(10)에 체결되어 앵커볼트부재(10)를 고정하는 고정너트부재(15)를 포함하는 것을 특징으로 하는 건축 슬래브용 인서트. The anchor bolt member 10 is fastened to the anchor bolt member 10 in a state in which the formwork 200 is removed, for building slabs, characterized in that it comprises a fixing nut member 15 for fixing the anchor bolt member 10. insert.
  10. 청구항 1 내지 청구항 3 중 어느 한 항에 있어서;The method according to any one of claims 1 to 3;
    상기 앵커볼트부재(10)에는 거푸집(200)을 제거한 상태에서 앵커볼트부재(10)의 선단에 연결구(60)를 이용하여 연장나사봉(70)을 연결 구성토록 한 것을 특징으로 하는 건축 슬래브용 인서트.The anchor bolt member 10 for the construction slab, characterized in that the extension screw rod 70 is connected to the front end of the anchor bolt member 10 by using the connector 60 in the state in which the formwork 200 is removed. insert.
PCT/KR2018/004261 2017-05-19 2018-04-12 Insert for construction slab WO2018212460A1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
JP2019557599A JP6954543B2 (en) 2017-05-19 2018-04-12 Architectural slab inserts
US16/607,972 US11002005B2 (en) 2017-05-19 2018-04-12 Insert for construction slab
CN201880026988.5A CN110546334B (en) 2017-05-19 2018-04-12 Insert for building board

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR1020170062181A KR102011716B1 (en) 2017-05-19 2017-05-19 Insert for building slab
KR10-2017-0062181 2017-05-19

Publications (1)

Publication Number Publication Date
WO2018212460A1 true WO2018212460A1 (en) 2018-11-22

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PCT/KR2018/004261 WO2018212460A1 (en) 2017-05-19 2018-04-12 Insert for construction slab

Country Status (5)

Country Link
US (1) US11002005B2 (en)
JP (1) JP6954543B2 (en)
KR (1) KR102011716B1 (en)
CN (1) CN110546334B (en)
WO (1) WO2018212460A1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2799823A1 (en) * 2019-06-17 2020-12-21 Sanz Pablo Gomez Mobile screw anchor for concrete (Machine-translation by Google Translate, not legally binding)
CN112227537A (en) * 2020-09-25 2021-01-15 江苏晨马建筑科技有限公司 Reinforced prefabricated recycled concrete beam column node
CN113482399A (en) * 2021-06-03 2021-10-08 刘忍 A convenient type supports construction equipment for roof is decorated
CN114776083A (en) * 2022-04-25 2022-07-22 中国建筑土木建设有限公司 Support structure for high formwork and rapid building method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102133798B1 (en) * 2019-10-30 2020-07-14 정회권 A base plate integral type sleeve and method of construction thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996006992A1 (en) * 1994-08-25 1996-03-07 Ezi-Fix Anchors Pty Ltd Support anchor for concrete structures
JP2004034482A (en) * 2002-07-03 2004-02-05 Meidensha Corp Insert attaching instrument
KR101001898B1 (en) * 2008-05-15 2010-12-17 김성구 Insert plate for with vibration proof or aseismatic structure
US20130047546A1 (en) * 2011-08-26 2013-02-28 Lynn Toedte Spring bolt hanger
KR200481370Y1 (en) * 2015-11-24 2016-09-20 이현숙 Insert for insulating material which is possible to adjust its length accurately

Family Cites Families (40)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB408235A (en) * 1932-09-28 1934-03-28 James Henry Bennetts A new or improved tag, bolt, or like socket, for insertion in concrete and like media
US3042161A (en) * 1958-10-03 1962-07-03 Jr Fred J Meyer Disappearing-type anchor
US2988855A (en) * 1959-01-27 1961-06-20 Emil S Asfour Retractable anchorage-type fastener
US3333388A (en) * 1965-01-13 1967-08-01 Herbert J Sandin Concrete block anchoring means for a wall plate or cap
US3640328A (en) * 1970-08-12 1972-02-08 Natale J Tummarello Means for mounting concrete structural members
US3715851A (en) * 1971-05-07 1973-02-13 C Bennett Anchor bolt assembly
US3769774A (en) * 1972-06-26 1973-11-06 W Barnes Steel deck insert
GB1448446A (en) * 1972-10-31 1976-09-08 Fosroc Ag Bolt anchoring devices
US4106745A (en) * 1973-05-07 1978-08-15 Phillips Petroleum Company Apparatus for attaching an insert in a mold
US4084780A (en) * 1977-01-21 1978-04-18 The Dayton Sure-Grip & Shore Company Cavity forming plug for coil insert in concrete product
US4497152A (en) * 1982-09-01 1985-02-05 Meyco Products, Inc. Disappearing anchor
DE3629772A1 (en) * 1986-09-02 1988-03-03 Siegfried Fricker MOLDED BODY FOR HOLDING AN ANCHOR WHEN CONCRETING A PRECAST CONCRETE PART
JPH0446211A (en) * 1990-06-06 1992-02-17 Shinjiyou Seisakusho:Yugen Anchor bolt having spring
US5205690A (en) * 1992-03-23 1993-04-27 Steven Roth Concrete insert for attaching utility hangers to a structure
US5257490A (en) * 1992-04-24 1993-11-02 Shozo Endo Anchoring system for installing exterior materials to a building structure
US5468105A (en) * 1993-06-11 1995-11-21 Iwamoto; Minekazu Ceiling insert
US5428936A (en) * 1993-07-28 1995-07-04 Roth; Steven A. Suspension system for concrete structures
US5338139A (en) * 1993-10-20 1994-08-16 Penn Engineering & Manufacturing Corp. Shrouded captive screw
DE4413743A1 (en) * 1994-04-20 1995-10-26 Hilti Ag Fastening anchor
US5542225A (en) * 1994-10-11 1996-08-06 Endo; Shozo Anchoring system for installing exterior materials to a building structure
US5522688A (en) * 1994-10-17 1996-06-04 Reh; Carter K. Automatic space take-up device for tie down bolts
US5653078A (en) * 1995-09-29 1997-08-05 Erico International Corporation Variable embedment anchor and method
US6240697B1 (en) * 2000-03-15 2001-06-05 William J. Thompson Threaded anchor for poured concrete metal deck floors and wood frame floors
IT1319705B1 (en) * 2000-12-21 2003-11-03 Sergio Zambelli PROTECTION DEVICE FOR TUBULAR BODY LIFTING INSERTS, WHILE SWITCHING THEM INSIDE A PREFABRICATED MANUFACTURE
US20030208969A1 (en) * 2002-05-10 2003-11-13 Dayton Superior Corporation Lift anchor for concrete panel
US7752824B2 (en) * 2005-03-14 2010-07-13 Mitek Holdings, Inc. Shrinkage-compensating continuity system
US7093400B1 (en) * 2005-03-21 2006-08-22 Thompson William J Concrete insert for poured concrete floors
US8201381B2 (en) * 2005-10-17 2012-06-19 Richard Heath Concrete deck insert
US8186924B1 (en) * 2007-10-17 2012-05-29 Espinosa Thomas M Hold down fastener assembly
KR20090113476A (en) 2008-04-28 2009-11-02 조규용 Insert for concrete slab
US8317444B1 (en) * 2009-03-24 2012-11-27 Emseal Joint Systems LTD Movement-compensating plate anchor
US9222251B2 (en) * 2011-03-18 2015-12-29 Thomas M. Espinosa Concrete anchor coupling assembly and anchor rod holder
CA2918187C (en) * 2012-07-24 2018-01-16 Thomas M. Espinosa Holder for concrete anchors
US9303399B2 (en) * 2012-08-06 2016-04-05 Thomas M. Espinosa Holder and concrete anchor assemblies
CA2921147C (en) * 2012-08-20 2018-01-23 Thomas M. Espinosa Anchor holders and anchor assemblies for metal decks
US8875471B2 (en) * 2012-08-24 2014-11-04 Baltazar Siqueiros Method and apparatus for lifting and leveling a concrete panel
KR101493249B1 (en) 2013-06-19 2015-02-13 문경화 Insert for concrete slab
US9394706B2 (en) * 2013-10-08 2016-07-19 Simpson Strong-Tie Company, Inc. Concrete anchor
US9347232B1 (en) * 2014-03-10 2016-05-24 Sidney E. Francies, III Lifting and leveling assembly for precast concrete slabs and method
US9181691B2 (en) * 2014-03-25 2015-11-10 William J. Thompson Quick connect anchor for poured concrete ceilings on metal or wood decks

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996006992A1 (en) * 1994-08-25 1996-03-07 Ezi-Fix Anchors Pty Ltd Support anchor for concrete structures
JP2004034482A (en) * 2002-07-03 2004-02-05 Meidensha Corp Insert attaching instrument
KR101001898B1 (en) * 2008-05-15 2010-12-17 김성구 Insert plate for with vibration proof or aseismatic structure
US20130047546A1 (en) * 2011-08-26 2013-02-28 Lynn Toedte Spring bolt hanger
KR200481370Y1 (en) * 2015-11-24 2016-09-20 이현숙 Insert for insulating material which is possible to adjust its length accurately

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2799823A1 (en) * 2019-06-17 2020-12-21 Sanz Pablo Gomez Mobile screw anchor for concrete (Machine-translation by Google Translate, not legally binding)
CN112227537A (en) * 2020-09-25 2021-01-15 江苏晨马建筑科技有限公司 Reinforced prefabricated recycled concrete beam column node
CN112227537B (en) * 2020-09-25 2022-07-26 江苏晨马建筑科技有限公司 Reinforced prefabricated recycled concrete beam column joint
CN113482399A (en) * 2021-06-03 2021-10-08 刘忍 A convenient type supports construction equipment for roof is decorated
CN114776083A (en) * 2022-04-25 2022-07-22 中国建筑土木建设有限公司 Support structure for high formwork and rapid building method thereof
CN114776083B (en) * 2022-04-25 2024-01-23 中国建筑土木建设有限公司 Supporting structure for high formwork and quick construction method thereof

Also Published As

Publication number Publication date
JP2020517846A (en) 2020-06-18
KR102011716B1 (en) 2019-08-19
JP6954543B2 (en) 2021-10-27
CN110546334A (en) 2019-12-06
US11002005B2 (en) 2021-05-11
CN110546334B (en) 2021-04-09
US20210102371A1 (en) 2021-04-08
KR20180126973A (en) 2018-11-28

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